Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-03-23-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lake Elsinore
DIME Test ID: 2026-03-23-19-5
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/03/2026
Date Tested: 03/26/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 2.452 Tested 2.469
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2539.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8986.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.469
|
|
Theoretical maximum density at 25°C (77°F)
|
153.7 lb/ft^3
|
DIME Test ID: 2026-03-23-19-6
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/03/2026
Date Tested: 04/01/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.347
|
|
Bulk Specific Gravity 2
|
2.34
|
|
Bulk Specific Gravity 3
|
2.342
|
|
Average Bulk Specific Gravity
|
2.343
|
DIME Test ID: 2026-03-23-19-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/03/2026
Date Tested: 04/01/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 4.0% +/- 1.5% Tested an Avg of 5.1 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.9 %
|
|
Percent Air Voids 2
|
5.2 %
|
|
Percent Air Voids 3
|
5.1 %
|
|
Average Percent Air Voids
|
5.1 %
|
DIME Test ID: 2026-03-23-19-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 04/21/2026
Date Tested: 04/07/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target < 12.7 mm Tested an Avg of 1.30 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
7 %
|
|
Air Void Content for specimen A-2
|
6.9 %
|
|
Air Void Content for specimen B-1
|
6.8 %
|
|
Air Void Content for specimen B-2
|
6.8 %
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
0.4 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.41 mm
|
|
Average impression at 5000 passes (left/right avg)
|
0.41 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
0.86 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
0.91 mm
|
|
Average impression at 10000 passes (left/right avg)
|
0.89 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
1.27 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.32 mm
|
|
Average impression at 15000 passes (left/right avg)
|
1.3 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-03-23-19-10
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/17/2026
Date Tested: 04/02/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP
Oven 3
Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4010.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5659.9 g
|
|
Corrected Asphalt Binder Content
|
6.08 %
|
|
Mass of HMA Sample prior to ignition
|
1649.7 g
|
|
Mass Loss
|
100.3 g
|
|
Mass of aggregate remaining after ignition
|
1549.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-03-23-19-9
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/21/2026
Date Tested: 04/08/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Targets WET > 70 psi and DRY > 100 psi Tested WET 130 psi and DRY 174 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
174 psi
|
|
Average Wet Tensile Strength
|
130 psi
|
|
Tensile Strength Ratio
|
0.75
|
DIME Test ID: 2026-03-23-19-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/15/2026
Date Tested: 04/09/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Does Not Comply Target 4.70 % Tested 5.43 %
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4023.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6065.1 g
|
|
Mass of HMA Sample prior to ignition
|
2041.5 g
|
|
Corrected Asphalt Binder Content
|
5.43 %
|
|
Mass Loss
|
118.1 g
|
|
Mass of aggregate remaining after ignition
|
1923.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.35 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-03-23-19-11
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/15/2026
Date Tested: 04/10/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Retest - Oven #1, Complies
Tested 5.01%, Max 5.2%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4034.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6139.4 g
|
|
Corrected Asphalt Binder Content
|
5.01 %
|
|
Mass of HMA Sample prior to ignition
|
2105.2 g
|
|
Mass Loss
|
112.9 g
|
|
Mass of aggregate remaining after ignition
|
1992.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.35 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-03-23-19-12
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/17/2026
Date Tested: 04/16/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP
N/A
Oven 3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3934.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5584.8 g
|
|
Corrected Asphalt Binder Content
|
6.7 %
|
|
Mass of HMA Sample prior to ignition
|
1650.5 g
|
|
Mass Loss
|
110.6 g
|
|
Mass of aggregate remaining after ignition
|
1539.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-03-23-19-13
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/17/2026
Date Tested: 04/16/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP
N/A
Oven 3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4041.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5691.7 g
|
|
Corrected Asphalt Binder Content
|
5.84 %
|
|
Mass of HMA Sample prior to ignition
|
1649.8 g
|
|
Mass Loss
|
96.3 g
|
|
Mass of aggregate remaining after ignition
|
1553.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
